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HomeMy WebLinkAboutzS-3148SetY F— F— 'V // V / CL EL CL Z CL 0 'Z'a F O x W W cd CL 0 oz Y O U U m o c C .a �) E C a o - o � a a 0 o Ewa i HAMILTON PLACE SEWER EXTENSION PLAN A POR110N OF THE SW 1/4 OF THE NE 1/4 3EC.14, T23N, R.5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON INDEX OF SHEETS: S1 of 9 COVER SHEET - SEWER EXTENSION PLAN S2 of 9 SEWER EXTENSION PLAN (OFF -SITE) S3 of 9 SEWER EXTENSION PLAN (OFF -SITE) S4 of 9 SEWER EXTENSION PROFILES (OFF -SITE) S5 of 9 SEWER EXTENSION PROFILES (OFF -SITE) S6 of 9 SEWER EXTENSION PLAN (ON -SITE) S7 of 9 SEWER PROFILE EXTENSION PLAN (ON -SITE) S8 of 9 NOTES AND DETAILS S9 of 9 NOTES AND DETAILS NOTE: 1) ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION ORDINANCE, EXCEPT WHERE KING COUNTY STREET RESTORATION STDS. EXCEED CITY STANDARD. 2) SIDE SEWERS CONNECTING TO MANHOLES MUST BE AT A MINIMUM OF 30' APART. 3) A PRE - CONSTRUCTION CONFERENCE IS REQUIRED. 4) OPEN CUT IS ACCEPTABLE IN ACCORDANCE WITH KING COUNTY ROAD STANDARDS, SECTION 8.03B(3)b ON 156th AVENUE SOUTH EAST. 5) IN ACCORDANCE WITH K.C. ROAD STANDARDS, SECTION 8.03(2)C, SOUTH EAST 136th STREET FROM 154th AVENUE SOUTH EAST TO 156th AVENUE SOUTH EAST; 158th AVENUE SOUTH EAST FROM SOUTH EAST 136th STREET TO SOUTH EAST 133rd STREET; 160th AVENUE SOUTH EAST AT APPROXIMATELY SOUTH EAST 133rd STREET, SHALL BE PATCHED AND OVERLAID FULL WIDTH WITH A MINIMUM OF 1" COMPACTED STATE SPEC. CLASS 'B" ASPHALT. Z O En En E_ 0 N in SSMH #IA J i C'� 1 SSMH in SSMH #2A SSMH #5- L: SSMH #11 SSMH #2 I ! SSMH #3 SSMH #4 _ S88'17 00 "E 1246.49' - 7777--- -- ----- w x w p EX: SS - - - =t= -- �-- r -�` -- --- - 7777 - - - -- o o � _"_` _ - -- - -°� o _ ____ __= 11 _ __ 7777- - - - - -- $N88'17'001A 173.38' SE 136TFf_ ST g 8 mm mm a i �+ NEW LINE o^ - 0 0 0 o Q Go W W N N IQ n o R= 25.00' g z A= 39.95' b 3 3 3 o m= D= 91'3335" m m m o -- I ROJECT S r I -- � 36'28" E i 585.97' TRACT W Ii ii I I SSMH #6 it 9 M Ili C4 I j w 10 l � iii §� 11 Iii �Iv !Iz -- "I I 12 6Q I / 13 Z J W C � o 0 �z CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE o' O WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 0 v) ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A z a REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS 6 MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL i1i ow Ld RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. FMVAL i N WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES UnLM ACT NOTE' T E ' Z 0 PUBLIC LAND SURVEY OFFICE6 %� t C 1111 WASHINGTON STREET S.E. CAUTIONS U w Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH I BY: y N m a P.O. BOX 47060 EXISTING UTILTIES WHETHER SHOWN ON THESE PLANS OR NOT BY � w OF ALL POTHOLING THE w < o OLYMPIA, WASHINGTON 98504 -7060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. / o vwi °w THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING By,, Date: o UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE — AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. By: Date APPn'OPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN M N I2 O RESPONSIBILITY OF THE CONTRACTOR. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Z CONSTRUCTION. By: Date TED -40 -2954 wwp -i? -."its tw vff� - LL 1'94 #7 N: M SSMH #6 Ii i w 2 Q O Q Q w ti Q OD O U) cc SE 128TH `O (NE 4TH ST) — ST n Eq y w y SE 132ND ST SE S32 D 134TH ST ro E 136TH ST w W SE 138T7-1 PL j sE" 140TH ST o � � Q h SE 142ND ST SE¢ 142ND ST n u, SE 136TH ^ ST F VICINITY MAP N.T.S. EXISTING T POWER VAULT H # 20 I SSM #4':.. N ............ ♦ _r:v .. TRACT W Ii ii I I SSMH #6 it 9 M Ili C4 I j w 10 l � iii §� 11 Iii �Iv !Iz -- "I I 12 6Q I / 13 Z J W C � o 0 �z CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE o' O WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 0 v) ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A z a REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS 6 MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL i1i ow Ld RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. FMVAL i N WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES UnLM ACT NOTE' T E ' Z 0 PUBLIC LAND SURVEY OFFICE6 %� t C 1111 WASHINGTON STREET S.E. CAUTIONS U w Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH I BY: y N m a P.O. BOX 47060 EXISTING UTILTIES WHETHER SHOWN ON THESE PLANS OR NOT BY � w OF ALL POTHOLING THE w < o OLYMPIA, WASHINGTON 98504 -7060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. / o vwi °w THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING By,, Date: o UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE — AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. By: Date APPn'OPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN M N I2 O RESPONSIBILITY OF THE CONTRACTOR. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Z CONSTRUCTION. By: Date TED -40 -2954 wwp -i? -."its tw vff� - LL 1'94 #7 N: M SSMH #6 Ii i w 2 Q O Q Q w ti Q OD O U) cc SE 128TH `O (NE 4TH ST) — ST n Eq y w y SE 132ND ST SE S32 D 134TH ST ro E 136TH ST w W SE 138T7-1 PL j sE" 140TH ST o � � Q h SE 142ND ST SE¢ 142ND ST n u, SE 136TH ^ ST F VICINITY MAP N.T.S. LEGEND: EXISTING T POWER VAULT H # 20 I SSM #4':.. N ............ ♦ -- 10 I(0 r- SECTION CORNER (AS NOTED) v� POWER METER • FOUND REBAR /CAP (AS NOTED) 588.39' FOUND LEAD/TACK JUNCTION BOX (AS NOTED) 0 LEGAL DESCRIPTION: CATCH BASIN (CB) SURVEY CONTROL STATKIN PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF STORM MANHOLE (SDMH) JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 AT PAGE 60, OF PLATS, RECORDS OF KING COUNTY, WASHINGTON, CONSULTANT INFORMATION 2 BASIS OF BEARINGS PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF JANEIT'S ENVIROMENTAL ENGINEER: CHAD ARMOUR, LLC. RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 AT PAGE 60, OF PLATS, 6500 126TH AVENUE S.E. RECORDS OF KING COUNTY, WASHINGTON. BELLEVUE, WA 98006 PHONE: (425) 641 -9743 DATUM FAX: (425) 643 -3499 WATER LINE MVD88 FIRE HYDRANT (FH) _.- - . -- - - -'-4 - _- BENCHMARK SUR WATER METER _. BARGHAUSEN CONSULTING ENGINEERS, INC. KING COUNTY SURVEY CONTROL POINT #TD10, BRASS CAP IN CONCRETE WITH PUNCH, 18215 72ND AVENUE SOUTH TELEPHONE UNDERGROUND INCASED, AT THE INTERCESTION OF 160TH AVENUE S.E. AND S.E. 127TH PLACE. KENT, WA 98032 " OH - ELEV. = 505.90 PHONE: (425) 251 -6222 X FAX: (425) 251 -8782 LEGEND: F R 3 SCANNED OCT 0 g EXISTING PROPOSED POWER VAULT SURVEY MONUMENT (AS NOTED) PROPOSED STORM DRAINAGE rl 44 ............ ♦ BENCHMARK ` LUMINAIRE (LUM.) + SECTION CORNER (AS NOTED) PROPOSED SEWER POWER METER • FOUND REBAR /CAP (AS NOTED) POWER POLE ❑ FOUND LEAD/TACK JUNCTION BOX (AS NOTED) 0 CATCH BASIN (CB) SURVEY CONTROL STATKIN PROPOSED WATERED .. ' STORM MANHOLE (SDMH) 0 SANITARY MANHOLE (SSMH) 2 PROPOSED SPOT ELEVATIONS GAS VALVE O GRAVEL WATER VALVE (WV) "- WATER LINE FIRE HYDRANT (FH) _.- - . -- - - -'-4 - _- SANITARY SEWER UNE PROPOSED CONTOURS WATER METER _. STORM DRAINAGE UNE SIGN TOG) TELEPHONE UNDERGROUND " OH - POWER OVERHEAD X CHAIN LINK FENCE PROPOSED ASPHALT HOG WIRE FENCE WOOD FENCE PROPOSED CONCRETE DEVELOPER: CITY OF RENTON KBS DEVELOPMENT CORP. /�H �HA��� r]EPARTMENT OF= PUBLIC WORKS SH 12320 WA 98 O5 SURE 100 P��pE (206) 261 -2112 CONTACT: CURTIS SCHUSTER COVER SHEET -SEWER EXTENSION PLAN ENGINEER. n HAMILTON PLACE ,p 25672 p 4� fs FpT STEM BARGHAUSEN CONSULTING ENGINEERS, INC. U 0 2 s DESIGNED 7777 DATE __-- -- FILE NO. ��` S /pNA 18215 72ND AVENUE SOUTH 1821 Gtr DRAWN 77 77 -- ENS - KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX �Q5' / Q NG E N G YN CHECKED —_ SCALE 1 _100' FOLD BOOK _- PAa APPROVED SHEET 51 EXPIRES 9T2_3_/0_5__] F R 3 SCANNED OCT 0 g V) V) I CL CL CL U— z LL 0 0 cj) >_ Z jr W < F- Z X W _J W W W W 4) oz C) E-1 E- 0_4 EL C m 11 o �c o Eo� J IL a_ wi III of 9z UZIJI D 6 J, J_� Z 11=30' 0 15 30 60 11m I N10\011m OFF SITE SEWER EXTENSION PLAN HAMILTON PLACE CITY OF RENTON, KING COUNTY, WASHINGTON 275 LF 10" PVC SS 0 5.97% a42 4qq� 45 ....... ....... - - ----- ..... ... . .. ----------- ---- --- ---------------- - ----------- ----- ----- T --- ---------- ------- --- --- - -- -- -------- ------- ------------------ ------------------- - ---------------- 7�1_ --- lu � , k- - - - -- - ------ - - -` -- ---- ------------------ ---------- -------- --------------- "I --------------- _c)i pp uj 434 36 CO z SE 136TH ST EX EX. W!" 45 456­1-1 452 4 EP ------------ ---------------- ------------- -------------- E - - --- -- ----- -------------- --------- - -- - ------ -- - 452 - 44p 44 4 448 SSMH #1 i 1 W I NOTE: > I I 'ROA0WAY HAS BEEN IMPRUVED SINCE TIME OF THIS PORTION OF 3: U) SURVEY. CONTRACTO TO FIELD VERIFY THE ROADI CONDITION. NOTE: PLEASE REFER TO LEGEND ON SHT. 83. EXISTING 0 SDCO O Lu 356" 10" - ---------- L - -- - - - - -- ---------- - ------ - =_ I- I . -- - -5' ------- �__= -------- ------------ -- - --- ------- ---- 5 --- --------- - 91 173 18 ------- - ----------- \ - ------ ---------- --------- 458 1160 SSMH Uj z W SSMH' #2 '1 CO _j z N "30-1 '60 1j rl Z IQ C& 1 E / NE STA. 13+50 245 LF 10" S S3 FOR CON TI INUA OI Ay I C900 SS 0 0.57% ■at 6k 10' SEPARATION w F_ 492 SSMH #3­__ MIN. (TYP) SSMH #4 -S8Ir17-OO7E--4246._49 ...... i6 ............ ..... . . ........... ------ ---- 7e - - - ----------- �3 -00'' 7� K m 2*LF 10'\\, SS 0 0.57% CR 4.40% FUTURE S WEIR PVC ss 0 SIR 1\7'QO'W 173.38'� LUL- SE 136TH ST NEW' LINE SSMH EXTENSIO04,,'­�' 161 LF lu L;Uuu-,/ #5 30' PERMANENT EASEMENT AFN 750710570 (BY OTHERS) X 4,9 wwA -%?P -jp.* f; 6 �s ego EVELOPERi\ KBS 11f;,, LLC\, 12320 N.E. 8TH BELLEVUE, WA 9E (206) 621-2112 CONTACT:; CURTIS ENGINEER 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX 71 C" OF RENTON r_>E=_F'ARTMEN-F (Z>F= PUBLIC WC>F=tKS PRELIMINARY OFF SITE SEWER EXTENSION PLAN HAMILTON PLACE 0 DESIGNED DD V30L03 FLE . 82 co, DRAWN DG G<T /NG EN G 11� CHECKED DKB SCALE 1"=.30' FELD BOOK PAGE APPROVED SHEET S2 OF 9 SCANNED OCT OF 0 C14 0 0 z m 0 - OFF SITE SEWER EXTENSION PLAN Z! HAMILTON PLACE - 7NTON, CITY OF KING COUNTY, WAS !NGTON (n O � I , r _o I I J CL WZ I I ;�i` �1 I ■ EL o , s 3o so I O i SSMH #6 IL 1 ;<. 6' WIDE PAVEMENT 1 LL Z I tL 1 PATCH I -- -- 1 (TYPICAL) LL O I 1 l _� � -- � 1 O - - -- - -- - - - - - -- - - - -- -- - - - - -- -- - - - -- -------------------- - -- V I � W ,^„ ',y, ., ,;, ;�; f - - -I �; � SEA �. r1 -, --- - - - - -- --- - - - - -- >I f - - - - -- - �- I / 5 3, , � , W - -- ------- - - - - -- - -_ J O 222 LF 8 PVC SS ®245% - - - - -- -- v - 9 F 349 LF 8" WC SS 4 53� Z 3 - _ - -- - --- - - - - -- - -- -------- - - - - -- - -- - t- ? - -. gW SSMH #5 - -_ _�...- - - - -2! � � '� r v pF:. �r ` -- -- z 495— \ •i ■ m �- N00'03'S5' W"32fr.- 32'....._ J ' W 1 W I i IL rW ;' ' > d j 13 12 9 I i V! / � � ` I � I Q ■ 1 ` CYINC 1 �, W i ■ FUTURE SEWER' EXTENSION I I I I p (BY OTHERS) i O O W a_ v C O ' a ■� .,. 410001101 0000 mm mm D- Y Y Y Y a- > Z C� W Zip �I o- w 10 �w� o :n a Q w ZI Q a U O w w i Z c I di W � 1 1 ■ I I SEE ONSIT SEWER EX E NSION PLAN 5G4 .`. 1. .. .. =R PLAN pNA LT 1" �N��� KENT' "NA 98032 �,r� (425)251 -6222 EXPIRES 9 23 O5 (425)251 -8782 FAX I DEVELOPER: KBS III, L.L.C. Bq 12320 N.E. 8TH ST. BELLEVUE, WA 98005 OPti /y (206) 621 -2112 CONTACT: CURTIS SCHUSTER - o ENGINEER: 25 72' q,- �� F�� 18215 72ND AVENUE SOUTH ,ION 3� 7;3 EX�POWER METER -0- POWER POLE 2 awnON BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) WATER VALVE (1W) FIRE HYDRANT (FH) WATER METER SIGN DGRAVEL WATER LINE .. ... SAITARY SEWER UNE - - - -- - - - STORM DRANNADE LINE T(UG) TELEPHONE L*[*RGROLM .......................... .. :...._ POWER OVERHEAD X CHAIN UNK FENCE ❑ HOG WERE FENCE - // WOOD FENCE O m%U W&WET (As Norm) ♦ BENCHMARK sE0ON WRNER (AS NOTED) • FOUND REEAR /CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION PROPOSED --4"— PROPOSED SEWER - - -100 - -- PROPOSED =MRS PROPOSED ASPHALT �PRDPG6TD CON0k7 S- 3/4803 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Qe"���� N PREtJMINARY OFF SITE Q� Z SEWER EXTENSION PLAN HAMILTON PLACE p 2 DESIGNED DD DATE 7/30/03 FILE NO tf� Qg' DRAWN �G_- -.- G�T'NG ENGANry�c CHECKED DKB SCALE 1 -30' FELDBOOK PAGE APPROVED SHEET w G!� OF J Q .- SCANNED OCT 0 R r O 0 O m O W m 3� 7;3 EX�POWER METER -0- POWER POLE 2 awnON BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) WATER VALVE (1W) FIRE HYDRANT (FH) WATER METER SIGN DGRAVEL WATER LINE .. ... SAITARY SEWER UNE - - - -- - - - STORM DRANNADE LINE T(UG) TELEPHONE L*[*RGROLM .......................... .. :...._ POWER OVERHEAD X CHAIN UNK FENCE ❑ HOG WERE FENCE - // WOOD FENCE O m%U W&WET (As Norm) ♦ BENCHMARK sE0ON WRNER (AS NOTED) • FOUND REEAR /CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION PROPOSED --4"— PROPOSED SEWER - - -100 - -- PROPOSED =MRS PROPOSED ASPHALT �PRDPG6TD CON0k7 S- 3/4803 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Qe"���� N PREtJMINARY OFF SITE Q� Z SEWER EXTENSION PLAN HAMILTON PLACE p 2 DESIGNED DD DATE 7/30/03 FILE NO tf� Qg' DRAWN �G_- -.- G�T'NG ENGANry�c CHECKED DKB SCALE 1 -30' FELDBOOK PAGE APPROVED SHEET w G!� OF J Q .- SCANNED OCT 0 R r O 0 O m O W m PROPOSED --4"— PROPOSED SEWER - - -100 - -- PROPOSED =MRS PROPOSED ASPHALT �PRDPG6TD CON0k7 S- 3/4803 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Qe"���� N PREtJMINARY OFF SITE Q� Z SEWER EXTENSION PLAN HAMILTON PLACE p 2 DESIGNED DD DATE 7/30/03 FILE NO tf� Qg' DRAWN �G_- -.- G�T'NG ENGANry�c CHECKED DKB SCALE 1 -30' FELDBOOK PAGE APPROVED SHEET w G!� OF J Q .- SCANNED OCT 0 R r O 0 O m O W m F- I N N IZ CL IZ O Ir Z �-'^ 5 VJ a u— W LL W W 'w VJ n I0 °° ig F -1 U o+ C U .7 m 01 C C O (L ri m Q r> r N -r D m m I o oZ V) Z o w¢ z C �' O O x O Q U U 'm W Z w W r G. a � Lq cr m w Ni- 6 1 Z OFF SITE SEWER EXTENSION PROFILE HAMILTON PLACE \ CITY OF RENTON, KING COUNTY, WASHINGTON a SE 136TH ST SEWER PROFILE SCALE: 1 " =50' HORIZONTAL 1 " =5' VERTICAL i Ink tyu !q FR 37-S-- �w CITY OF RENTON DEPARTMENT OF PUBLIC WORKS OFF SITE SEWER EXTENSION PROFILE HAMILTON PLACE DESIGNED DRAWN DATE 11/10/03 RLE NO. MDY CHECKED AS SCALE 1'=5V; RELD BOOK PAGE APPROVED Q SHEET _W OF 9 SCANNED OCT iG P 14 0 N 0 T O m 0 U..I M 158TH AVE SE SEWER PROFILE SCALE: 1 " =50' HORIZONTAL 1 " =5' VERTICAL DEVELOPER: K ( MF KBS DEVELOPMENT CORP. 12320 N.E. 8TH ST., SUITE 100 r 14A U& A (206) 261 21 98005 (206) 261 -2112 �r CONTACT: CUR.9S SCHUSTER 72 ENGINEER: n ci y ? 4, /STER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH SG 5• UNAL `caG\ ^ �� EXPIRES 9 23 05 KENT, WA 98032 I (425)251 -6222 (425)251 -8782 FAX l ��0 NG ENG1N FR 37-S-- �w CITY OF RENTON DEPARTMENT OF PUBLIC WORKS OFF SITE SEWER EXTENSION PROFILE HAMILTON PLACE DESIGNED DRAWN DATE 11/10/03 RLE NO. MDY CHECKED AS SCALE 1'=5V; RELD BOOK PAGE APPROVED Q SHEET _W OF 9 SCANNED OCT iG P 14 0 N 0 T O m 0 U..I M f W'p € Ii;.Y€ 'i:. - - '- --^ n -. _..• _<.. - »-a, �` �' k'= "'i Ni U (nI i -', , :PROPOSED CURr< RAMP - F_ :. __ _ x€ ry oo Sr1WCUi EXISTING ASPHALT INSTALL `� f' i P \ �° 1 _ _ ` X11 Lu E5 PT, �' so %' i I iy i L., \�-\ -�_ -T- u _ w 1 _r:�c 4 �0 1 co s lj I RE- EXISTING CONDITIONS ASPHALT TO e7a7MP1 �S o PROPOSED STORMr \ a O O 3 Z = \ i ` .a [ ' Y .. ............. ::: `S7\ PER SEPARATE PLANS 5' __ IE= 509.50 IE95IA.00'` _ \ I �:. I 7 (') ii 1. 1 \ \` - __ IE- 510_50 IE= 511.00 $ \, o IE= 515.00 ` o a,! /II J \\ I 1''.. IE =512.2 1 I W rj Q m " ' I - i I �_ � i' I � TRACT "A" ?O6 LF 8" SS ''... � � �, � 10' UTILITY EASEMENT I� ` I - ...... \ I IL w i, i ' €vI� � I I I � / \ PROPOSED SIDE SEWER STUB � � � ; L I, 2% MIN TYP i i \ " N O I i (REC. SPACEJ� \ �' k ( ) _. W v �' r '' i Ic =� -+' I I /y _ p 1 I t o =1 I Q . -�..:. _.... .. \ 2 G €� II I I I X IN " Z p .�.;.: _ I I 20 \\ rte:. = i" -- ...... 4 z N I I MIN FF 519.20 MIN 11=520.00 i ;rl I 8 = 1 0 MIN FF 514 MIN FF 51 0 MIN FF 515 50 MIN FF _ 19 51 = 5 = 5. 0 I = =51600 13 V 1 t m -- --rJ64----- - r I I I - a C -- ` -- - 1 1 - � I 12 E r PROPOSED THICKENED EDGE PROPOSED ROLLED CURB 516 \ I X \ lT I a J I ( yisl t t € III I z 2 W � N j y \ \ \ \ \ \ FUTURE SANITARY O 8t00{ y \\\ \\ \\ i i -1 I -- I SEWER BY OTHERS i; _ t.. I i.:`' 1,7 . \\ - - -\ I; 11 1� --IE= 506.48 \\\ \ \. 11=506.50 T IE= 506.52 r 1 r 576 =, MIN FF= 512.50 - - - s \'' I ,Al I y v A v v 16 I �v �. L,. MIN FF= 514:50..._ y 2 ` \ -� \ \ \\ (I�ETET NyION POND) 1 I 22 MIN FF= 515.00 I. y y BUFFER -- - 508 17 806 ' HEET 1 I t ��� y n. i', -€ I " y y \\ \ ' -\ 1- � III I I I L _I I I ' -5 . ¢ MIN FF= 512.00 MIN FF= 512.00 (WETLAND AND SUFFER) MIN FF 512 4 ------- --- - 16 - - - -- - - - -TRACT "E"- 1�=506.60 IE= 506.60 I _ 8'42' 4 588. 9 - - - #ri 1 ` - I:' s "W 3 E oo :6 l 1. I _ = a E I TRACT C AN SHALL BE INGRESS AND EGRESS/ o o � a I T U 11LITIES EASEMENTS `S06 so � I 8 mm mm' a I o S.E. 134TH STREET w _ o OQ I .. N' mm mo m i i 1 , 14+31.681 oz owla I�IOU K Imlw.m Nj 0 z i wM►P - ?7 - I / K• B oQ� of SH/ F 2567 �o F� ss� \ SIDE SEWER UTILITY CROSSING TABLE: u ee •• ���v4 v m� �Z ° 0 2 y ` SG T7NGENG�N DEPARTMENT OF PUBLIC WORKS 0 IE 8° W= 506.58 07 IE 8° W= 509.65 1© IE 12 " SD= 507.00 19 IE 8" W= 508.35 BASIS OF BEARINGS T/P 6 SS= 504.72 T/P 6 SS= 506.77 T/P 6 " SS= 506.26 T/P 6 SS= 506.75 PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF JANETT'S Q IE 8° W= 507.06 T/P 6" SS= 505.05 ® IE 8" W= 510.16 T/P 6" SS= 507.13 14 IE 12" SD= 507.59 T/P 6" SS= 506.61 RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 AT PAGE 60, OF PLATS, IE 8° W= 507.58 09 IE 8" W= 510.68 15 IE 12 " SD =507 84 RECORDS OF KING COUNTY, WASHINGTON. T/P 6 SS= 505.38 T/P 6 SS= 507.63 T/P 6 ° S� 506 96 DATUM ® IE 8" W= 508.04 10 IE 8° W= 512.16 16 IE 12 ° SD =5" t, T/P 6 SS= 505.70 T/P 6 SS= 508.57 T/P 6 SS= 506.75 NAVD88 Q5 IE 8" W= 508.61 11 IE 8" W= 513.85 � IE 12 SD= 508,70 BENCHMARK T/P 6 SS= 506.05 T/P 6 SS= 511.42 v T/P 6 SS =506.79 A y F © IE 8° 1© IE 12" SD= 506..9 18 12 50 =506.7 KING COUNTY SURVEY CONTROL POINT #TD10, BRASS CAP IN CONCRETE WITH PUNCH, " SS=513 T/P 6" SS= 506.41 T/P 6" SS= 505.92 T/P 6" S$= 506.79 T INCASED, AT THE INTERCESTION OF 160TH AVENUE S.E. AND S.E. 127TH PLACE. I ELEV. = 505.90 11.. REFER TO SEWER PROFILES FOR SEWERMAIN CROSSING INFORMATION. 2. WATER IS ASSUMED TO HAVE 3.5' OF COVER I / K• B oQ� of SH/ F 2567 �o F� ss� \ DEVELOPER: KBS III, L.L.C. 12320 N.E. 8TH ST. BELLEVUE, WA 98005 (206) 621 -2112 CONTACT: CURTIS SCHUSTER ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX u ee •• ���v4 v m� �Z ° 0 2 y ` SG T7NGENG�N DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION PLAN HAMILTON PLACE DESIGNED DD - - -- _G DATE 7/30/03 FILE NO. Dc - SCALE 1 =30' RELDBOOK PACE DKB EXPIRES 9 23 O5 �1��++ 9 (] SV OF SCANNED OCT 0 A Mr L H H H H I V) I CL CL CL w _J LL O Ir IZ ^ Z W 0 s rn a v+ z Z LLB o OFv \J W 1.1.E w 'W VJ CL rr� ° DO 3 U _H Z W D_ c m �� rn c H 0 - ?..1+x.7 _ a _ �. O ...0 .d .�.... ..... ......wT �I 520 o Z o torn: o� � f Nri: cn z 21 o m Z mm w w m o r m 4 j w u i IyJ 'i W I ^III rn PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME i7 AT PAGE 60, OF PLATS, RECORDS OF KING COUNTY, WASHINGTON. DATUM NAVD88 BENCHMARK KING COUNTY SURVEY CONTROL POINT #TD10, BRASS CAP IN CONCRETE WITH PUNCH, INCASED, AT THE INTERCESDON OF 160TH AVENUE S.E. AND S.E. 127TH PLACE. O ELEV. = 505.90 Z Y1MV)o _1% —fiQe 4 1 I � f i Z mW. T . 520.:.. lml�� N'p Nom' i0��: -� t2 .o aH- We w 520 M _. .. _.. ..... _..... ...... ... ...... ... _.._.. ..... ..... ". : '�'N :O u� U+jN dll Xap aj j . n . w o + EXISTNG ASPHALT .: ;w..Lo PROPOSED FENCE.:: w PR POSED :GRADE 4 OF TRACT J N c�3 wjrn 7a- .. _ w 3.51 j ®q PIPE..... w w :47.Fi7w 510 .:: 510 114 LF 8" SS 0 0.50% Pf�N�yp..OSED GRADE TRACT... . ®..... SSMH 15 TYPE! T-48* y— STA 3 +73, 4' LT.. oz o w OF 5' SIDEWALK R110=51210 w 6#i rl uuii 510 - - IE =.506.00 (8" OUT) If= 506:17 (6" IN) w Qo0 oss% N rn +70 1Q7 c' + o SEE SE 133 RD PL PROFLE BELOW FOR CONTINUATION r to 41� EXISTING GROUND:: "<1�. W• W w N W TR 4 3 i 510 510 �,� _ :.. Ip 2.30 %_ e 3 +00 4 +00 3 E a n _.� _ _. _:. __. _ _ _ _...:. _ _ 11J LF 8•:.55 _ SSMH 1A TYPE 1 -48 ". a STA 8 +21.83, 6' RT : f06: F 8, SS 09.74% m m m Y Y Y D SSMH 1 TYPE 1 -48" RIM= 514.00 _. 0 0 o Q SEE: SE .133 .RD PL .PROFILE IE= 505.30.(8" 0�). o o L.g" SS ®.2.39% BELOW FOR CONTINUATION. r v W a 302 158TH AVE: S:E" SSMH 3; TYPE 1 -48" SSMH 2 TYPE '1 -48" N N ° EX ELEVATION AT STA 5 +88.01; 5 LT: SEE ROAD 'A' PROFILE d d q PIPE RIM= 512.35 ]E= 505.83 (a" OUT) _ 5w m m o m 1; =5' 1E= 506.00 (6" IN) OFFSITE SSMH:. 2 � SEE OFF SITE SEWER 1 _� .. p /� .. f ('� � TRACT PLAN' SHEET .S4 OF 5 $ °^° n \./ FOR CONTINUATION . o Lo'I 4 +00 5+00 6 +00 7 +00 8 +00 0 , m'° o co a, ' "� �I z� IW o BASIS OF BEARINGS 6 +00 7 +00 z 21 o m Z mm w w m o r m 4 j w u i IyJ 'i W I ^III rn PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME i7 AT PAGE 60, OF PLATS, RECORDS OF KING COUNTY, WASHINGTON. DATUM NAVD88 BENCHMARK KING COUNTY SURVEY CONTROL POINT #TD10, BRASS CAP IN CONCRETE WITH PUNCH, INCASED, AT THE INTERCESDON OF 160TH AVENUE S.E. AND S.E. 127TH PLACE. O ELEV. = 505.90 Z Y1MV)o _1% —fiQe 4 1 I � f i DEVELOPER: KBS III, L.L.C. p. 12320 p B BELLE N.E. 8TH ST. � �{,/�� S F BELLEVUE, WA 98005 Q� OF H/ (206) 621 -2112 CONTACT: CURTIS SCHUSTER Q% ENGINEER 0 n U O a 25672 \� �F� RED 4 18215 72ND AVENUE SOUTH Zs F� S T E Gar KENT, WA 98032 G �' ANA L E� i (425)251 -6222 l p�h0 ESP I E N 9/23/05 (425)251 -8782 FAX G �N EXPIRES FR 3� 7"- I CITY OF RENTON r->I- PAFtTMENT OP PUBLIC WORKS (ON SffE) SEWER EXTENSION PROFILE HAMILTON PLACE DESIONED DP------ DATE 7/30/03 FLE NO, DRAWN DG CHECKED DKB SCALE 1 30' FIELD BOOK PAGE APPROVED ...._ SET S7 OF 9 C,h .� 3,f I . 0 0 MO I.0 O W m S C A t i N E'D U(,T 1 Q 'II Z mW. T . 520.:.. lml�� N'p Nom' i0��: -� t2 .o aH- We w 520 aj . n . w o }o,: EXISTING GROUND O rk 5' SIDEWALK PROPOSED FENCE.:: w PR POSED :GRADE 4 OF TRACT J ) / (4' MIN HEIGHT) c�3 wjrn 7a- .. _ w 3.51 j VV 510 510 114 LF 8" SS 0 0.50% SSMH 15 TYPE! T-48* STA 3 +73, 4' LT.. oz o w R110=51210 w 6#i rl uuii SSMH b TYPE 1 -48' - - IE =.506.00 (8" OUT) If= 506:17 (6" IN) w Qo0 M rn +gi: w +m 000._00 N rn +70 1Q7 c' + o SEE SE 133 RD PL PROFLE BELOW FOR CONTINUATION r to 41� "<1�. W• W w N W TR 4 3 i S) �,� mh U7 1 3 +00 4 +00 5+00 DEVELOPER: KBS III, L.L.C. p. 12320 p B BELLE N.E. 8TH ST. � �{,/�� S F BELLEVUE, WA 98005 Q� OF H/ (206) 621 -2112 CONTACT: CURTIS SCHUSTER Q% ENGINEER 0 n U O a 25672 \� �F� RED 4 18215 72ND AVENUE SOUTH Zs F� S T E Gar KENT, WA 98032 G �' ANA L E� i (425)251 -6222 l p�h0 ESP I E N 9/23/05 (425)251 -8782 FAX G �N EXPIRES FR 3� 7"- I CITY OF RENTON r->I- PAFtTMENT OP PUBLIC WORKS (ON SffE) SEWER EXTENSION PROFILE HAMILTON PLACE DESIONED DP------ DATE 7/30/03 FLE NO, DRAWN DG CHECKED DKB SCALE 1 30' FIELD BOOK PAGE APPROVED ...._ SET S7 OF 9 C,h .� 3,f I . 0 0 MO I.0 O W m S C A t i N E'D U(,T 1 Q 'II F_ N V) I CL 0- 0- VJ I.I.J t'� S Q a 0 Z J Q W O Z a O 3 U E ' (L I••y rn C v m C .Q I C 0 d \..•� CITY OF RENTON SANITARY SEWER NOTES do SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBUC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAF PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF DUSTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARIMENT SHALI TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITAki SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE WITH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MA-,!MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL ^11ER PIPE SHALL BE THE SAME AS DESCRIBED. ?12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABIUZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SWILL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, STIR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. r m m m CO DO D 0 0 0 0 d Q 1" ) 0 c LL Jo m Z U o w a 0 0 w z a: w a j puip d w OC Q m Z 0 UU) W Er I I II M] c, O z "wo.r,- 777 — - KBS DEVELOPMENT CORP. MFG 12320 N.E. 8TH ST., SUITE 100 z 0 BELLEVUE, WA 98005 (206) 261 -2112 Ooo O Ooo 0 z CD _ (n 000 O ANAL 18215 7 D AVENUE SOUTH I FINISH GRADE v� a w w O OO O SEAL JOINT na_ OCO �OCO 0- SAWCUT OUTSIDE 12 OUTSIDE OF 00 0 0p O C OI TRENCH EDGES r m m m CO DO D 0 0 0 0 d Q 1" ) 0 c LL Jo m Z U o w a 0 0 w z a: w a j puip d w OC Q m Z 0 UU) W Er I I II M] c, O z "wo.r,- PATCH SURFACING TO MEET AND MATCH EXISTING. MINIMUM SECTION TO BE 3" A.C. PAV'T CL. B OVER 4" CRUSHED ROCK BASE STRUCTURAL FILL MATERIAL COMPACTED TO 95% OF MAX. DENSITY SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D -1557 T -PATCH ROAD RESTORATION DETAIL NOT TO SCALE NOTES AND DETAILS HAMILTON PLACE CITY OF RENTON, KING COUNTY, WASHINGTON WEB 9 PL. 0 A % x-1/2" TYP. 1 -7 /8" TYP. A DRILL AND TAP 5/9" -11 N.C. ON 23" B.C.(TYP. 3 PL.) 1/2" x 3" x 3/9" NDN -SKID PATTERN CAST INTEGRAL ON TOP 6 - 6 0 ° 26- 3 /1° -- zs -va ". D ��p 24" o _ 1 33-1/4" SECTION SECTION A -A FOR 5/8" -I1 N.C. x 1 -1/4" B S.S. SOC. HD. CAP SCREW (3 REQ'D.) ,—TP. NON -SKID PATTERN (7314'_CUTIRTIE n B 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY (TYP,) ON 23" H.C. CE(YP.) (LOCKING) COVER 5/9" 3/e•' F2" `2" �< 1" SEAT •.R zs•• MANHOLE FRAME AND COVER NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. = oe RENTON 3. USE FRAME AND CDVER FOR STORM (SPECIFY "DRAIN" ON COVER), Standard plane SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "), IST DATE: 12/15/91 DATE REVISION BY I PPR DWG. NAME: BR29 SP PAGE: 8074 W (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) j 6" CONCRETE CLASS C (SEE NOTE 8) c FOUNDATION LEVEL FBI y (CLASS +A,DESIGN) , [—W ISEE NOTE 1) --- �_ LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) OR11 MATERIAL RIGID BEDDING (SEE NOTE 6) F11 FOUNDATION LEVEL __F O- RIGID PIPE IIEE NOTE 4) LIMITS OF PIPE ZONE BEDDING BEDDING CLASS DESIGN DIMENSION CLASS A CLASS H CLASS C CLASS D CLASS F 4" MIN. A 1/4 I.D. • • ZERO 12" MAX. B 1/4 O.D. 1/2 O.D. 1/9 D.D. ZERO O.D. C 314 O.D. V2 O.D. 1/8 O.D. O.D. — s A = 4•• MIN. 27" I.D. AND UNDER 6" MN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS A ADOPTED CITY OF RENTON (CLASS F DESIGN) + ♦ Standard plena BEDDING FOR FLEXIBLE PIPE 2 -21 -91 REVISED NOTES 4, 5, 7, & B K� IST DATE: 12 /15/91 ADDED NOTE 6. DATE I REVISION I BY APPR DWG. NAME: BW18C SP PAGE: B077 777 . KBS DEVELOPMENT CORP. MFG 12320 N.E. 8TH ST., SUITE 100 Pad F WA o BELLEVUE, WA 98005 (206) 261 -2112 Ooo O Ooo 0 z CD o Co r r 000 O ANAL 18215 7 D AVENUE SOUTH I VARIES > a w w O OO O na_ OCO �OCO 0- o 00 61-c 00 0 0p O C OI PIPING .. O / O'" 4 PATCH SURFACING TO MEET AND MATCH EXISTING. MINIMUM SECTION TO BE 3" A.C. PAV'T CL. B OVER 4" CRUSHED ROCK BASE STRUCTURAL FILL MATERIAL COMPACTED TO 95% OF MAX. DENSITY SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D -1557 T -PATCH ROAD RESTORATION DETAIL NOT TO SCALE NOTES AND DETAILS HAMILTON PLACE CITY OF RENTON, KING COUNTY, WASHINGTON WEB 9 PL. 0 A % x-1/2" TYP. 1 -7 /8" TYP. A DRILL AND TAP 5/9" -11 N.C. ON 23" B.C.(TYP. 3 PL.) 1/2" x 3" x 3/9" NDN -SKID PATTERN CAST INTEGRAL ON TOP 6 - 6 0 ° 26- 3 /1° -- zs -va ". D ��p 24" o _ 1 33-1/4" SECTION SECTION A -A FOR 5/8" -I1 N.C. x 1 -1/4" B S.S. SOC. HD. CAP SCREW (3 REQ'D.) ,—TP. NON -SKID PATTERN (7314'_CUTIRTIE n B 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY (TYP,) ON 23" H.C. CE(YP.) (LOCKING) COVER 5/9" 3/e•' F2" `2" �< 1" SEAT •.R zs•• MANHOLE FRAME AND COVER NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. = oe RENTON 3. USE FRAME AND CDVER FOR STORM (SPECIFY "DRAIN" ON COVER), Standard plane SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "), IST DATE: 12/15/91 DATE REVISION BY I PPR DWG. NAME: BR29 SP PAGE: 8074 W (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) j 6" CONCRETE CLASS C (SEE NOTE 8) c FOUNDATION LEVEL FBI y (CLASS +A,DESIGN) , [—W ISEE NOTE 1) --- �_ LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) OR11 MATERIAL RIGID BEDDING (SEE NOTE 6) F11 FOUNDATION LEVEL __F O- RIGID PIPE IIEE NOTE 4) LIMITS OF PIPE ZONE BEDDING BEDDING CLASS DESIGN DIMENSION CLASS A CLASS H CLASS C CLASS D CLASS F 4" MIN. A 1/4 I.D. • • ZERO 12" MAX. B 1/4 O.D. 1/2 O.D. 1/9 D.D. ZERO O.D. C 314 O.D. V2 O.D. 1/8 O.D. O.D. — s A = 4•• MIN. 27" I.D. AND UNDER 6" MN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS A ADOPTED CITY OF RENTON (CLASS F DESIGN) + ♦ Standard plena BEDDING FOR FLEXIBLE PIPE 2 -21 -91 REVISED NOTES 4, 5, 7, & B K� IST DATE: 12 /15/91 ADDED NOTE 6. DATE I REVISION I BY APPR DWG. NAME: BW18C SP PAGE: B077 mo�L-L.'I.`94 F 101% 3.7, RZFE'l;TIT'l CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS NOTES AND DETAILS HAMILTON PLACE U O DESIGNED AS Z — DATE 11 PLE NO. S 5' DRAWN MDY G` , /NG ENG%xA e CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE APPROVED 9 (� ('� 9 SHEET S OF 0 CV 0 O m O ui m SCANNED OCT p R DEVELOPER: KBS DEVELOPMENT CORP. MFG 12320 N.E. 8TH ST., SUITE 100 Pad F WA o BELLEVUE, WA 98005 (206) 261 -2112 CONTACT: CURTIS SCHUSTER ENGINEER: 9 25672 p 4F Fs O/SJV� BARGHAUSEN CONSULTING ENGINEERS, INC. ANAL 18215 7 D AVENUE SOUTH I (425)251 -6222 EXPIRES 9/23/05 (425)251 -8782 FAX mo�L-L.'I.`94 F 101% 3.7, RZFE'l;TIT'l CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS NOTES AND DETAILS HAMILTON PLACE U O DESIGNED AS Z — DATE 11 PLE NO. S 5' DRAWN MDY G` , /NG ENG%xA e CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE APPROVED 9 (� ('� 9 SHEET S OF 0 CV 0 O m O ui m SCANNED OCT p R